Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete
Valdez Aguilar, José Abelardo y Juárez Alvarado, César Antonio y Mendoza Rangel, José Manuel y Terán Torres, Bernardo Tadeo (2021) Effect of the Notch-to-Depth Ratio on the Post-Cracking Behavior of Steel-Fiber-Reinforced Concrete. Materials, 14 (2). pp. 1-17. ISSN 1996-1944
|
Texto
23632.pdf - Versión Publicada Available under License Creative Commons Attribution Non-commercial No Derivatives. Download (10MB) | Vista previa |
Resumen
Concrete barely possesses tensile strength, and it is susceptible to cracking, which leads to a reduction of its service life. Consequently, it is significant to find a complementary material that helps alleviate these drawbacks. The aim of this research was to determine analytically and experimentally the effect of the addition of the steel fibers on the performance of the post-cracking stage on fiber-reinforced concrete, by studying four notch-to-depth ratios of 0, 0.08, 0.16, and 0.33. This was evaluated through 72 bending tests, using plain concrete (control) and fiber-reinforced concrete with volume fibers of 0.25% and 0.50%. Results showed that the specimens with a notch-to-depth ratio up to 0.33 are capable of attaining a hardening behavior. The study concludes that the increase in the dosage leads to an improvement in the residual performance, even though an increase in the notch-to-depth ratio has also occurred.
Tipo de elemento: | Article | |||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Palabras claves no controlados: | hormigón reforzado con fibra de acero, fibra de acero con punta de gancho, comportamiento posterior a la fisuración, relación entalladura-profundidad, ductilidad, tenacidad | |||||||||||||||
Materias: | T Tecnología > TA Ingeniería General y Civil | |||||||||||||||
Divisiones: | Ingeniería Civil | |||||||||||||||
Usuario depositante: | Editor Repositorio | |||||||||||||||
Creadores: |
|
|||||||||||||||
Fecha del depósito: | 01 Ago 2022 20:21 | |||||||||||||||
Última modificación: | 05 Mar 2024 17:27 | |||||||||||||||
URI: | http://eprints.uanl.mx/id/eprint/23632 |
Actions (login required)
Ver elemento |